analysis of a pilot-scale anaerobic baffled reactor treating domestic ...
analysis of a pilot-scale anaerobic baffled reactor treating domestic ...
analysis of a pilot-scale anaerobic baffled reactor treating domestic ...
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6 DISCUSSION: IMPLICATIONS FOR DESIGN AND OPERATION<br />
“Reports that say that something hasn't happened are always interesting to me, because as we<br />
know, there are known knowns; there are things we know we know. We also know there are<br />
known unknowns; that is to say we know there are some things we do not know. But there are<br />
also unknown unknowns - the ones we don't know we don't know” – Donald Rumsfeld<br />
The purpose <strong>of</strong> this study was to investigate the performance <strong>of</strong> the <strong>pilot</strong>-<strong>scale</strong> ABR to (1) understand<br />
the mechanisms <strong>of</strong> treatment <strong>of</strong> <strong>domestic</strong> wastewater; (2) identify potential advantages and<br />
disadvantages <strong>of</strong> the <strong>reactor</strong> design for this application; (3) identify critical parameters for effective<br />
design <strong>of</strong> an ABR for <strong>domestic</strong> wastewater treatment; and (4) to develop a dynamic biochemical<br />
model <strong>of</strong> the <strong>pilot</strong> ABR to assist with design. It was hypothesised that the critical design parameter<br />
was A-HRT and that phase separation would ensure stability <strong>of</strong> operation; consequently the <strong>pilot</strong>-<strong>scale</strong><br />
ABR was designed to have variable feed flow rates.<br />
This chapter considers the experimental results in terms <strong>of</strong> the four objectives <strong>of</strong> this study.<br />
6.1 PILOT-SCALE ABR STUDY – IMPLICATIONS FOR DESIGN<br />
Apart from generally presenting and interpreting data describing performance <strong>of</strong> the <strong>pilot</strong>-<strong>scale</strong> ABR<br />
during treatment <strong>of</strong> <strong>domestic</strong> wastewater at two municipal WWTPs, this study has in particular<br />
developed an understanding <strong>of</strong> specific mechanisms <strong>of</strong> treatment that control start-up, sludge build-up,<br />
solids retention and microbial community dynamics. In this section, three issues that affect design and<br />
applicability <strong>of</strong> the technology, vis.<br />
• pH buffering and phase separation<br />
• Sludge accumulation and microbial community dynamics<br />
• Pathogen removal and effluent characteristics<br />
Analysis <strong>of</strong> these topics fulfils the requirement <strong>of</strong> the first objective <strong>of</strong> the study i.e. to understand the<br />
mechanisms <strong>of</strong> treatment in an ABR <strong>treating</strong> <strong>domestic</strong> sewerage.<br />
6.1.1 pH buffering and phase separation<br />
Two important and interrelated measures <strong>of</strong> the condition <strong>of</strong> <strong>anaerobic</strong> digestion are the pH value and<br />
the alkalinity concentration. The former affects microbial metabolic rates and the speciation chemistry<br />
<strong>of</strong> several liquid-phase components and the latter affects the system’s ability to resist change in pH<br />
value.<br />
6.1.1.1 pH value<br />
An important observation was that for most <strong>of</strong> the experimental study, the pH value measured in the<br />
outlet stream was less than the pH value <strong>of</strong> the inlet stream <strong>of</strong> the <strong>pilot</strong>-<strong>scale</strong> ABR. This was initially<br />
surprising since in many applications, <strong>anaerobic</strong> degradation <strong>of</strong> a waste stream results in the<br />
production <strong>of</strong> significant amounts <strong>of</strong> alkalinity and free and saline ammonia, and a net increase <strong>of</strong> pH<br />
is observed. However, examination <strong>of</strong> the literature showed that the effect was not unprecedented;<br />
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